Summary for Test 2026-05-10-16-6
Test performed: CTM 389-19Project Information
| Project Identifiers | Project ID: 1001306 DEA: 023H7704 EFIS: 0218000039 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-99-0.0/12.5 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | VINA REHAB: PLACE HMA, INSTALL CULVERTS, AND INSTALL GUARDRAIL. |
| Location Description | TEHAMA COUNTY IN AND NEAR LOS MOLINOS FROM BUTTE COUNTY LINE TO LOS MOLINOS CREEK BRIDGE |
| QA Service Level | 1 (Verified on 06/12/2025) |
Sample Information
| Sample Taken Date | 05/10/2026 | Sample Unique Key | 16 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 05/11/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 70-10) |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D80193 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Knife River Construction — Orland Plant (Orland, CA) | Transportation Laboratory (TL) Number | 896853 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3942604 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 2608P01 | |
| Binder content (%) | 4.6 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 70-10 | Binder Supplier | Pacific Northwest (Stockton, CA) |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
DIME Sample ID: 2026-05-10-16
DIME Test ID: 2026-05-10-16-6
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Test Release Date: 2026-06-12
Test Results
Specified number of passes at 12.7 mm: 20000
Specimen Preparation Method: PMLC
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 05/18/2026
Test Temperature: 131 F
Compaction Method: SGC Cylindrical Specimen
Air Void Content for specimen A-1: 6.5 %
Air Void Content for specimen A-2: 6.5 %
Air Void Content for specimen B-1: 6.5 %
Air Void Content for specimen B-2: 6.5 %
Stripping Inflection Point (Wheel A): >20000
Stripping Inflection Point (Wheel B): >20000
Maximum impression at 5000 passes (left wheel): 1.48 mm
Maximum impression at 5000 passes (right wheel): 1.63 mm
Average impression at 5000 passes (left/right avg): 1.56 mm
Maximum impression at 10000 passes (left wheel): 1.78 mm
Maximum impression at 10000 passes (right wheel): 1.88 mm
Average impression at 10000 passes (left/right avg): 1.83 mm
Maximum impression at 15000 passes (left wheel): 1.91 mm
Maximum impression at 15000 passes (right wheel): 2.1 mm
Average impression at 15000 passes (left/right avg): 2 mm
Maximum impression at 20000 passes (left wheel): 2.11 mm
Maximum impression at 20000 passes (right wheel): 2.29 mm
Average impression at 20000 passes (left/right avg): 2.2 mm
Maximum impression at 25000 passes (left wheel): no data
Maximum impression at 25000 passes (right wheel): no data
Average impression at 25000 passes (left/right avg): no data
Raw Data: no data
General comments (publicly viewable) (Max 1000 characters): Rut=0.1in.@N₂₀₀₀₀,
Nf>20000,
SIP>20000
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| D80193, 02-3H7703, 896853, HWT | 870.83 KB | 06/12/2026 | 2026-05-10-16-6 | Info |
Test was verified on 6/12/2026 ✔
